Construction of Pucca road on top and strengthening of Chandanpur-Hussainpur Tatbundh between km 0.000 to km 10.350, located on the left bank of river Ganga in Badaun District

Amount

Uprooting jhunds from bund slope of Usawan Tutbundh including disposal of all materials to distance of 30 m ,as directed by engineer-in-charge.

Earth work in embankment for raising widening of tatbund by power transported earth with a lead beyond 200M. above 1.5 m. height including removal of 20 cm. humus from bund seat and 15 cm. from borrow areas and trenching in bund seat and including excavation, loading, unloading, royality, manual compaction, dressing and all lifts complete.

Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth roller to achieve the desired density, complete as per Technical specification 401 (A), complete in all respect including all material, T & P, labour etc.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification 405, complete in all respect including all material, T & P, labour etc.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405, complete in all respect including all material, T & P, labour etc.

Brick edging on both side of the road of first class bricks 8 cm (3") wide and 1.2 cm 4½ deep laid with mud mortor including labour and supply of bricks finished to required template and proper alignment and also including dressing and ramming the excavated earth as directed by engineer-in-charge. (SI No.756), complete in all respect including all material, T & P, labour etc.

Providing and applying primer coat with Bitumen emulsion (SS-02) on prepared surface of granular base including cleaning of road surface and spraying primer at rate of 0.70-1.0 Kg/Sqm using mechanical means as per Technical Specification 502, complete in all respect including all material, T & P, labour etc.

Providing and applying tack coat with Bitumen VG-10 distributor at the rate of 0.35 kg per sqm on the prepared granular /Bituminus surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification 503, complete in all respect including all material, T & P, labour etc.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type as per Technical Specification 508, complete in all respect including all material, T & P, labour etc.

Brick soling with straight over burnt bricks laid on edge and dry including preparation of subgrade to prescribed camber and including supply of bricks filling joints with local earth,spreading blinding coat of 1cm (3/8") depth of local earth of P.I.5to7 or sand over the entire surface and including labour and T&P etc. required for proper completion of work.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510.

Supply & Fixing of Km. Stone & Hect. Stone with Painting of parapets of culverts.

Supply & Fixing of Sign Board.

M/S DWARIKA DHEESH CONSTRUCTIONS

M/S UNITE ENTERPRISES